s61°27'45e 100.06' 55.81' n29°48'00e 98.08' 107.67' s28°32
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N29°48'00"E
454.50'
N15°41'00"E
1.56'
S61°27'45"E 59.95'
N15°41'00"E
10.22'
N29°48'00"E
98.08'
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“FOR LOCATION OF UTILITIESCALL 8-1-1 or 1-800-257-7777 OR LOG
ON TO or 48 HOURS IN ADVANCE OFANY WORK IN THIS VICINITY”
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Stormwater Management Plan Compliance Data
Site Address 322 40th Street NE Plan number 6822
Stormwater Management Plan? Yes
Soil Erosion and Sediment Control? Yes
Green Area Ratio? Yes
Floodplain Review? MO
Type of Activity
Is the entire site in the CSS?
Major Land Disturbing AWDZ? IMon-AWDZ site located within AWDZ boundaries
No
□□□□
CDTotal Area (sf) Site Area Curve Numbers
^Additional Detention Provided
Pre-development 70
Pre-project
PROWL±J
Natural D 0 3in
Compacted
Impervious
2-year storm adjusted CN
15-year storm adjusted CN 84
100-year storm adjusted CN 85
0 0 5 oZ
- 5^ i 2g 3 o> oi < o
o306,570 306,570 97
121,050 121,050BMP
E-i oE CMTotal 427,620 427,620 O m1= iCioLd Z O^ O , => I I 0_ -
o
(X,PROW (ft3) Parcel (ft3)
40,624
Total (ft3)
40,624
Requirements Summary (total is the sum of PROW and Parcel) Total (Gallons)
303,867
oCL Q_<o in <O mSWRv <o o^ to O o <
? ° ^WQTv 0 D 0 >
©uOn-site retention achieved 40,037 40,037 299,473 CL) ° >
o 5
d o 5
>On-site treatment achieved 390 390 2,915
O4*m %
% of SWRv met on-site 99% 98.55% 98.55% >’4?
rj*
XSRC eligibility 0 PLANT MATERIAL, SEE DETAILS o ini- < E 5
o;o§ ^z O Q x x x o
Offv 4,393
/CX/Cv/Cx/xXXmXMtltliit#/XVaVavavavav^
<o<X
■
>o(JCOLUMBIA GREEN EXTENSIVE GROWING MEDIA
COLUMBIA GREEN WATER RETENTION LAYER FILTRATION LAYER, BONDED TO DRAINAGE
LQ
rGREEN ROOE STORAGE VOLUME COMPUTATIONSSAgr X [(dm
.25" LOW FLOW DRAINAGE LAYERROOT BARRIER, PROTECTION FABRIC AS REQUIRED
x-z
m) + (dDL X dl)] 'TSv x
WATERPROOFING AND ROOF ASSEMBLY, SEE ARCHSAgr (sf) doi (in)Drainage Layer
Depth
Green
Roof No.Green Roof
NameStorage Volume
Sv (ft )dm (in)Green Roof
TypeDLm
CDNOTE:Surface Area of
Green RoofMedia Volume
of VoidsDrainage Layer
Volume of VoidsMedia Depth o1. COLUMBIA GREEN .25 -INCH LOW FLOW DRAINAGE LAYER HAS A TRANSMISSIVITY OF LESS THAN 0.005 M2/S (PER
ASTM D4716) AND HAS BEEN APPROVED BY DOEE FOR SIDE DRAINAGE INTO GREEN ROOF SYSTEM COMPONENTS ARE SHOWN AT NOMINAL SIZE, COMPRESSION WILL OCCUR AT RETENTION LAYER. MAXIMUM COMPRESSION }&' +
CO o<co-UJI ^6822-1-1 BLDG W1-PH 32636 9777.2EXTENSIVE 5.00 1.00 0.53 0.93 2.
o6822-1-2 BLDG W1-CY 6068 1817.9EXTENSIVE 5.00 1.00 0.53 0.93 o z6822-2-1 BLDG S1-PH 8224 2463.8 oEXTENSIVE 5.00 1.00 0.53 0.93 b: lu o(Z6822-3-1 BLDG E1-PH 12400 3714.8EXTENSIVE 5.00 1.00 0.53 0.93 z
io in6822-3-2 BLDG E1-CY 12631 3784EXTENSIVE 5.00 1.00 0.53 0.93 <
EXTENSIVE GREEN ROOF DETAIL16822-3-4 BLDG E2-PH 5600 1677.7EXTENSIVE 5.00 1.00 0.53 0.93
CIV11006822-3-5 BLDG E2-CY 2491 746.3EXTENSIVE 5.00 1.00 0.53 0.93 NOT TO SCALE6822-3-6 BLDG E3-PH 16250 4868.2EXTENSIVE 5.00 1.00 0.53 0.93
SEE STRUCTURAL SPECIFICATIONS
6822-3-7 BLDG E3-CY 4472 1339.7EXTENSIVE 5.00 1.00 0.53 0.93 12” 8” VAR” VAR’(A) SURFACE AREA (SAbottom = SAaverage)
OVERFLOW PIPE WITH BEEHIVE GRATE INLET PROTECTION6822-3-8 BLDG E4-PH 12537 3755.9EXTENSIVE 5.00 1.00 0.53 0.93
ASPHALT PAVEMENT PER SPECIFICATIONS CO6822-3-9 BLDG E4-CY 1896 568EXTENSIVE 5.00 1.00 0.53 0.93 > LU- a '
■ ."f
4•' 4
TOTAL 115205 34513.5 (B) FREEBOARD Z o (/)TvQl \<2lCONCRETE CURB & GUTTER PER DDOT DETAIL 609.01 S2 (0) PONDING LU■'T'
(d )LfUfvyyyyT T T
ponding<•«
CURB CUT (SEE SITE PLANS FOR LOCATIONS & WIDTH)
) itX.+n -r—r?r+ +V + + + + + + F + +V o' M2”+ + + + + + + + +
+ + + + F + +BIORETENTION VOLUME COMPUTATIONS) + (d
0.25;
X LU+ + + + + + + *^’’PREFORMED EXPANSION JOINT WITH SEALANT LULd+ + 1
5—ti 30”+ + + + + + + + + —±—ij- + + + + + + ++ +y + + + + + +
+ + + + + + + + + + +
F + + i Q+ + + L + +
LUSAbottom X Rd media X I)] + (SA 4Sv X d ponding) j + + O
Xmedia mgravel grave average + + + + ZSTONE SPLASH PAD (SEE DDOT DETAIL 621.42)
2-3” MULCH OR ALT. SURFACE COVER
O L*-1 0 ^ OF+ + + + + + + + F + +0.4 (D) FILTER MEDIA
(dmedia)■ ^ + + + + + + FILTER MEDIA
+ + + + + + (SEE SPECS.) + ++ + + + +media <gravel
F + + ■ < ’ o+ + + + + + + + + + +
co < <N+ + + + + + + + + + + ++ + + + + + + + + + + +
F + ++ + +
ooCM
Storage
Volume
Sv (ft )
i *'4
(A) (F) ro
(C) (D) (E)(N+ + + + + + + + + + + + F + + A
(B)Bioretention
Planter No.Bioretention
Planter Name6” SOLID PVC PIPE
CAST IN PLACE OR PRECAST CONCRETE (SEE STRUCTURAL
SPECS.)
2”MIN DEPTH NO. 8 STONE OR NO. 89 WASHED GRAVEL
DOUBLE WASHED/CLEAN
NO. 57 STONE DOUBLE WASHED/CLEAN
SCHEDULE 40 6” PVC PIPE OR EQUIVALENT, PERFORATIONS
AT 6” ON CENTER
CM+ + + + + + + + + + + + + + + <SAbottom &C SAaverage (ft)
Total Inside
Depth (ft)<+ + + + + + + + + + + + F + +
Freeboard (ft) dponding (ft) dmedia (ft) d gravel (ft) -»> X + + + + + + + + + + + + + + ++ + + + + + + + + + + + F + +
FXkY /sr y y Xc 'fc y y /sr fcr ycr i ■ SJ
in
6822-1-5 BLDG WEST1 oo\ o o 1
00/
(E) GRAVEL LAYER (dgraveO842 0.25 0.75 5.00 1 7 2020.8 8"4•1
22xE 00
2VIKA CAPITOL REVISIONS
<j . ■■A.4-6822-3-3 BLDG EAST1 ■ . A ■ ■
—i—111—11 1—11 1—11 -111—11 L
CT>518 0.25 0.75 5.00 1 7 1243.2 %SEE STRUCTURAL PLANS AND SPECIFICATIONS FOR ALL CONCRETE INFORMATION
dg6822-3-10 PARKING LOT DATE DESCRIPTION1686 0.25 0.75 6.00 1 8 4467.9 <CsllO
6822-3-11 ROADWAY o
4377 0.25 1.00 6.00 1 8.25 12693.3 T>\ >0
x|7 7 1EX. SUBGRADE6” COMPACTED 57 STONE DOUBLE WASHED/CLEAN
TOTAL 7423 20425.2 .1**N0TETHE INFORMATION, DESIGN AND CONTENT OF THE DRAWINGS OR
DOCUMENTS ATTACHED HERETO ARE PROPRIETARY TO VIKA CAPITOL, EEC AND CONSTITUTE ITS PROPRIETARY
INTELLECTUAL PROPERTY. THE ATTACHED DRAWINGS AND/OR
DOCUMENTS MUST NOT BE FORWARDED, SHARED, COPIED, DIGITALLY CONVERTED, MODIFIED, OR USED FOR ANY PURPOSE,
IN ANY FORMAT, WITHOUT PRIOR WRITTEN AUTHORIZATION FROM VIKA
CAPITOL, EEC. VIOLATIONS MAY RESULT IN PROSECUTION. ONLY APPROVED,
SIGNED AND SEALED PLANS OR DRAWINGS MAY BE UTILIZED FOR
CONSTRUCTION PURPOSES.
I I I I I ■q>
JO,X3
PIPE TO STORM DRAIN OR OUTFALL POINT.
o
§Q_
Q>
"to
BIORETENTION TYPICAL SECTION (STANDARD DESIGN) D
1 2
*5
£CIV1100 NOT TO SCALE s
DATE: Q7/09/19 Q_
DES. OWN.KUO VEM a>ortnANY PROPOSED DEVIATION FROM THE STORMWATER MANAGEMENT DETAILS
OR SPECIFICATIONS SHOWN ON THESE PLANS WILL REQUIRE SUBMISSION TO DOEE AS A FORMAL PLAN REVISION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ALL SUBMITTALS RELATED TO THE STORMWATER MANAGEMENT FACILITIES SHALL BE PROVIDED TO THE OWNER, ARCHITECT, AND CIVIL ENGINEER FOR REVIEW AND COMPLIANCE VERIFICATION.
SCALE: iSSTORMWATER MANAGEMENT FACILITIES AND COMPUTATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE. DURING THE PRODUCTION 0E FINAL ENGINEERING CONSTRUCTION DOCUMENTS, THESE FACILITY TYPES AND COMPUTATIONS MAY BE ADJUSTED OR CHANGED BASED ON SITE CONDITIONS. FINAL STORMWATER MANAGEMENT DESIGN SHALL MEET DOEE REQUIREMENTS.
AS SHOWN<CNLOPROJECT/FILE NO.
VC0524Ao.oo
SHEET NO. oO
CIV1100 dLAYOUT: CIV1100 SWM DEIS, Plotted By: merkel